摘要
中国动漫博物馆采用圆形和椭圆形两种钢网格转换筒结构,网格筒上部需支承框架柱,采用局部隔震减震技术、屈曲约束支撑(BRB)、屈曲约束钢板墙(BRW)减震技术。对钢网格转换筒群柱进行稳定分析和节点刚性连接性能分析及试验。计算分析及试验结果均表明合理的网格承重结构具有足够的承载力,结构安全可靠。
Chinese Cartoon Museum adopts the round and oval steel grid transfer tube structures respectively and frame columns are needed to support upper part of the grid tube. Technologies were applied in this building, including local seismic isolation and energy dissipation technologies, buckling-restrained brace and buckling restrained steel plate shear wall（BRW）. Stability analysis was carried out as well as performance analysis and experiment on steel grid transfer tube structures. Calculation analysis and experimental results indicate that reasonable grid loading bearing structure has sufficient bearing capacity and the structure is safe and reliable.
作者
许敏
李霆
张卫
敖晓钦
陈焰周
陈晓强
刘传佳
邵兴宇
宋峰
Xu Min Li Ting Zhang Wei Ao Xiaoqin Chen Yanzhou Chen Xiaoqiang Liu Chuanjia Shao Xingyu Song Feng(Central-south Architectural Design Institute Co., Ltd., Wuhan 430071, China)
出处
《建筑结构》
CSCD
北大核心
2017年第1期65-72,共8页
Building Structure
关键词
中国动漫博物馆
钢网格转换筒
网格筒收腰
四边形圆钢管网格
隔震支座
BRB和BRW
Chlnese Cartoon Museum
steel grid transfer tube structure
shrunk-middle grid tube structure
quadrilateral grid with circlesteel pipe
isolation bearing
buckling-restrained brace（BRB） and buckling restrained steel plate shear wall （BRW）
